鋼結(jié)構(gòu)畢業(yè)設(shè)計(jì)計(jì)算書605

1、山東科技大學(xué)畢業(yè)設(shè)計(jì)（論文）0本人有土木工程專業(yè)各種畢業(yè)設(shè)計(jì)二百多套： 框架、剪力墻、 磚混、框剪等結(jié)構(gòu) 畢業(yè)設(shè)計(jì)；住宅、賓館、辦公樓、教學(xué)樓、住宿樓、商場(chǎng)等建筑；高層或多層的畢業(yè)設(shè)計(jì)！計(jì)算書及建 筑施工圖、結(jié)構(gòu)施工圖都是成套的，都是合格的畢業(yè)設(shè)計(jì)，也都是各屆優(yōu)秀畢業(yè)生的合格畢業(yè)設(shè)計(jì)！意在幫助大家更快的完成畢業(yè)設(shè)計(jì)，以便去實(shí)習(xí)掙錢！有意者請(qǐng)聯(lián)系我！QQ ：1317645264 摘要 摘要本設(shè)計(jì)工程為多層鋼結(jié)構(gòu)輕工業(yè)廠房。該建筑采用鋼結(jié)構(gòu)

2、純框架體系、壓型鋼板組合樓板、雙面復(fù)合彩鋼夾芯板維護(hù)結(jié)構(gòu)。基本抗震設(shè)防烈度為 7 度，場(chǎng)地類型為Ⅱ類。建筑平面長(zhǎng)為84.24m，寬為 17.64m，建筑面積約為 8800m2。建筑共五層，地下一層。總高 25.2 m。底層層高 6.0 m，其余各層層高均為4.8m，地下室層高 3.6m。本建筑其功能分區(qū)獨(dú)特，各自獨(dú)立，但又相互聯(lián)系，形成一個(gè)統(tǒng)一的整體。此外，建筑物規(guī)劃也與周圍環(huán)境相協(xié)調(diào)。本建筑的設(shè)計(jì)內(nèi)容包括兩部分：建筑設(shè)計(jì)和結(jié)構(gòu)設(shè)計(jì)

3、。建筑部分主要包括總平面布置、車間平面布置、立面設(shè)計(jì)、剖面設(shè)計(jì)、詳圖設(shè)計(jì)。根據(jù)建筑的地理位置以及所要求的功能分區(qū)等設(shè)計(jì)依據(jù)并力求建筑物安全、實(shí)用、經(jīng)濟(jì)、美觀，完成建筑設(shè)計(jì)說明及有關(guān)建筑施工圖。結(jié)構(gòu)部分根據(jù)設(shè)計(jì)任務(wù)要求，選一榀橫向承重框架作為計(jì)算模型，依次進(jìn)行了結(jié)構(gòu)布置、梁柱截面初選、荷載統(tǒng)計(jì)、內(nèi)力計(jì)山東科技大學(xué)畢業(yè)設(shè)計(jì)（論文）2Building section includes general layout, shop layout,

4、facade design, profile design, detail design. According to the building's location and the required functions such as design basis and seeks to partition the building safe, practical, economic, aesthetic,architectura

5、l design complete description and related construction plans.Structure based in part on the design task requirements, choose one specimens of transverse load-bearing framework as a computational model, in turn conducted

6、a structural arrangement, beam and column primaries, load statistics, force calculation, force mix, checking beam cross-section, and finally the node design (beams and columns connecting node, primary and secondary beams

7、 connecting nodes and column foot connecting node), pile foundation design, staircase design, awning design content. Among them, the vertical loads, the framework forces calculated using Moment Distribution Method; horiz

8、ontal loads, the frame force calculation method using the D value; stairs using beam staircase; foundation pile foundation under column used. Finally completed the structural design description and story structure floorp